|
AMERICAN
<br /> � ENGINEERING SUBSURFACE BORING LOG
<br /> � TESTING, INC.
<br /> AET JOB NO: 01-OS79H LOG OF BORING NO. B-1 �. 1 of 2)
<br /> PRo�cr: Single Family Home; Orono,MN
<br /> DE�H SURFACE ELEVATION: 933.0 GEOLOGY N MC SAMPLE REC
<br /> FIELD&LABORATORY TESTS
<br /> FEET MATERIAL DESCRIPTION �E �� WC DEN OC PL a-#2
<br /> SILTY SAND WITH ORGANIC FINES,fine ' �: MIXED
<br /> � grained,trace roots,dark brown,a little grayish � �'�• ALLUVIUM 6 M SS 12
<br /> 2 brown,loose,a lens of clayey sand(SIvn '��� OR FILL
<br /> 3 (possible fili) 5 M � SS 6
<br /> q SAND WITH SILT,a little gravel,trace roots, �
<br /> 5 fine grained,brown,a litt(e grayish brown, MIXED _
<br /> moist,loose,lenses of clayey sand(SP-SM) ' ALLWIUM 4 M SS 14 31
<br /> 6 ossible fill) OR FILL
<br /> � CLAYEY SAND,a little gravel,trace shells :• . ALL�UVSIUNI 5 M SS 6
<br /> 8 and roots,brownish gray,soft,a lens of fine to
<br /> 9 edium sand with silt(SC)(possible fill)
<br /> �p SILTY SAND WITH ORGAMC FINES,a 5 W SS 12
<br /> �1 little gravel,fine to medium grained,dark
<br /> 12 browmsh gray,moist to wet,loose(SM)
<br /> 13 SAND WITH SILT,fine to medium grained, 4 W SS 6
<br /> y,waterbearing,very loose(SP-SM)
<br /> 14 SAND WITH SILT,fine to medium grained,
<br /> 15 ay,waterbearing,very loose(SP-Slvn 3 W SS 6
<br /> 16 SAND,medium to fine grained,brownish gray, ;
<br /> �� a little dark brownish gray,waterbearing,very '
<br /> �$ loose,a lens of sandy silt(SP)
<br /> 19 SAND WITH SILT,trace shells,medium to
<br /> 20 fine grained,dark grayish brown,waterbearing, �
<br /> very loose,a lens of sandy s#lt(SP-SM) 4 W SS 12 80
<br /> 21 ORGANIC CLAY,trace shells,dark grayish SW�
<br /> z2 brown to brownish gray,a little gray to black, DEPOSIT
<br /> 23 soft,laminations of fine to medium sand around
<br /> 24 20'/z(OL/OH)
<br /> 25 4 W SS 16 164
<br /> 26
<br /> 27
<br /> 28
<br /> 29
<br /> 30 4 W SS 6 220
<br /> 31
<br /> 32
<br /> 33 -
<br /> 34
<br /> � 35 SANDY LEAN CLAY,a little gravei,brownish TILL 0 - SS NR
<br /> � 36 �ay to gray,stiff to very stiff(CL)
<br /> � 37
<br /> � 38
<br /> J
<br /> �' 39
<br /> +
<br /> �
<br /> � DEPTH: DR[LLING METHOD WATER LEVEL MEASUREI�NTS NOTE: REFER TO
<br /> � � � „ DATE TIME S�HD DEP7�'H CDEPTH FLUID LEVEL LEVEL T�ATTACHED
<br /> 0-9/: 3.25 HSA
<br /> � 9'/z-74'/:' RD w/DM 5/10/13 8:37 11.0 9.5 8.8 g,2 SHEETS FOR AN
<br /> N
<br /> s 5/10/13 8:47 11.0 9.5 8.1 4.4 EXP[,ANATION OF
<br /> � COMPLETED: 5/10/13 5/10/13 8:47 11.0 9.5 8.1 4.4 T��NOLOGY ON
<br /> � DR: SG LG: TM Ri : 91C THIS LOG
<br /> a
<br /> 03/2011 O 1-DHR-Q60
<br />
|